HomeMy WebLinkAboutW-417203T
N
rr
1-
@ 2021 Abbey Road Group Land Development Services Company, LLC, Puyallup, WA All rights reserved.
These drawings, plans, specifications and other documents, including those in electronic form, are owned by Abbey Road Group Land
Development Services Company, LLC and it retains all common law, statutory and other reserved rights, including copyrights.
These drawings, plans, specifications and other documents cannot be copied, distributed, submitted to others (including governmental
agencies and lenders) without the express written consent of Abbey Road Group Land Development Services Company, LLC.
A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SECTION 08,
TOWNSHIP 23 NORTH, RANGE 05 EAST, WILLAMETTE MERIDIAN
CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON
WATER PLAN
N
0 10 20 40
( IN FEET )
1 inch = 20 ft.
O
EXISTING � 1 uK1wuKHliv cH 1 cHBASIN 0 x1� u1v� �) i uKMUKHnv �ATCHBASIN
TYPE I :Y SEWER TYPE I
RIM= 239.27 MA OLE-WITH EXTERIOR DROP 'IM- 248.73 EXISTING STORMDRAIN CATCHBASIN
06
IE=237.62 4" CPP (N) RIM- 245.It=z4o.j4 4" CPP (N) EX. 6" CAST IRON WATER MAIN TYPE I WITH SOLID LID
IE- 237.52 12" DI (E) IE=238.62 8" CONC. E)-UPPER PORTION OF DROP IE= 246.13 12" DI (E) RIM= 257.02
IE= 237.43 12" DI (SW) IE-229.86 8" CONC (E)-LOWER PORTION OF DROP O IE- 245 78 12" F)I IE-254.37 12" DI (N)
/\ IE=229.76 8" CON( 1
IE= 254.65 8" DI (S)
LADDER
IE= 254.22 12" DI (W)
EXISTING STORMDRAIN OqR
UTLET / 5 O
IE= 233.16 12" DI (NE) \ SD D \
\\ \ \ \ �• \ \ \\ NE 12TH ST EXISTING SPLASH PAD W W l \ 0 h 'N
, V% � W �, W W W W '�V W W W /
1 \ \ \ \ \ \ \ (PUBLIC RIGHT OF WAY) \ \ \ OG 2 I / - I
_ _ �ss ss sS \ ss \ Ss
- \ N89° 33 18"W(SECTION LINE) 2648.94'(CALC) \ - S5 SS SS SS SS SS SSA 7. 7 S5
12.75' \ �/ 1 \ \ I \ \ -
`� \ \ EXISTING SAN, MANH ER \ 1 S �\ 41 .90 N 12 TH \
0 /
RIM= 238.7 ` I \
IE=229.39 (CENTER CHANNEL) 8' C0NC. (E, W) \ G OS OS \ ,2 OP I \
LADDER= (S) \� 1 1 Q �o \ -
�� H1 1 ems°(IS 17
\ - p
\ 1 \� sD
-� OHU \ -111U � HU ` \ OHU � OHU � 0HU � � 01\ � OHU \ \ \01 U U OH � HU 0 ' a.0 OHU. C4H U� �- , 0 1OHU
Hit.
OHU a. a
5.00'(DEED \ ; f 218.02' 415.87 _ - - \\ -
�\ 01` \ \ \ OF1U' �U \�S I 97.85' a 0. T T-
\ OH� OH U � - (O u �\\ '3 ��\ 2 � 1 \ 3 RETAINING
LL
EXISTING 6'�AONC.
0 U-lam \ 15.0' WITH VARYING HEIGHT WOOD
�� U��' LU \ \ t \ I f 1 L1 \ \ �, \ FENCE.
OH
ICORNER OF WALL IS 0.58'
T N ITAR EWER a \ \ EASTERLY OF CALCULATED
�0 15. STUB B RD r------------ DEED CORNER
TOP OF \ I 20 BSBL
yr - c
�\ \ \ \ \ \ ` \ \\� \ \ \ \ 4 EXISTING SLOPE �'L2 OF�OA �- s �t27.0'
\\ \ \ \ \ \ \ \ ^ \ \ _- '\ \ \ \ I �6 \\ \ 7D \ `�\ 27' BSBL I �27' BSBL
l ` 1
�� -\ \ I \ I I \ \ \ \2 ? 2 \ L3
0
\2�6 ��. mi �'o � o Qi_ \ i Ln o \
15' �d �`. \ nio0 0
\ 34 L 3 IN LOT ' F a1:: LOT 1 m' o \
cv \ \ \ m i�l. 0 o
o 27
212�\ \\\ \� ��\ T \15\ '� 510`, a �- 4 9 SF I I �'; z EXISTING 6" CONC.
0 SFC i RETAINING WALL
144 MAPLE f \ \ \ \ �2 �2Os?08 ` \ \\\ \ \\ j' \ \ 0 1 Ire ��WITH VARYING HEIGHT WOOD
IV�1F % \ \ \� \\ \ \ \ \ \ \ \°A� \ \ \\ �\\L4� i \ ``� I z i / �57' i o im \ EX TING 6'
\ \ \ \ \ ? 202 \ \ \ \ \ 15' TOP OF SLOPE T 30 FIR `� I 2 i z l CHAT K FEI, `J FENCE. \
�198 °0 - \ \ \ \ \� BUFFER \ ~ \ \ 19' DRIPLINE I X I I
�/ 6 - TRACT A \ \\ L8 I I \x
. (NATIVE GROWTH \ �� '
J 7 J '7 'I �7 J J J l-i ]\ \ > > > > > I 9 LD ��-- -- r�--------- r- --- 20' B L-1-
\� \ cP cP 9 cP 19 \ \ \ \ \ \ \ \ \ \ \\ \ \ \------
�° Q� JS?5'2 S2 SQ S6 /S8 60 6� 6Q �6 o o cv 0 2 A'----' \ ' \ /
\ \ \ \ Q \ , PROTECTION TRACT 24" FIR \ J RETSAINING 'WA L
C ) `14" MAPLE \ \ \ \ \ \ \ \ \ \ \ �\ i 0 28 RIPLINE i \ 36" CEDA WITH VARYING HEIGHT WOOD
26, 581 SF \ 14" MAPLE \ \L6 1 d v 20' DRIPLINE FENCE.
\� \ \ \ \ \ 14" MAPI \ \ \ \ \ \ \ \
\ 4M M P E \ \ ~ \ _ 30" MAPLE \\ \� \ \ L7 _ \ i \ 1 0ND WFWALL IS OF CALCULOATED BY
\ \ 321.57' \ DEED CORNER
77 44.17' S0.00' -
'\ \ 1 \ N89° 33' 18"W 415.74' \
�\EXISTINC 6" WOOD
\ 1 �� FENCE ANGLE POINT J EXISTING 6' WOOD
, � 1.0 NORTHERLYL
FENCE
Abbey Road Group
Land Development
Services Company, LLC
2102 E MAIN AVE, SUITE 109
PUYALLUP, WA 98372
P.O. Box 1224, Puyallup, WA 98371
(253) 435-3699, Fax (253) 446-3159
LI
CONSTRUCTION NOTES
O NEW 1" WATER SERVICE TAP PER CITY
STANDARD PLAN 320.1. SERVICE SHALL BE
INSTALLED BY CITY FORCES.
O2 EXISTING WATER SERVICE TO BE CUT AND CAPPED
AT THE MAIN BY CITY FORCES.
O NEW 1" SERVICE WATER METER PER CITY
STANDARD PLAN 320.1. METER SHALL BE
INSTALLED BY CITY FORCES.
40 NEW 1" PRESSURE REDUCING VALVE (PRV) PER
CITY STD PLAN 340.5. A SEPARATE PLUMBING
PERMIT WILL BE REQUIRED
O5 SAWCUT AND PATCH ASPHALT PER CITY OF
RENTON STANDARD.
OF CALCULATED DEED
LINE TREE DRIPLINE
(TYPICAL)
;i
EXISTING
HOUSE
6
THE CONTRACTOR SHALL VERIFY THE LOCATION
OF ALL EXISTING UTILITIES PRIOR TO ANY
CONSTRUCTION. AGENCIES INVOLVED SHALL BE
NOTIFIED WITHIN A REASONABLE TIME PRIOR TO
THE START OF CONSTRUCTION.
CALL BEFORE YOU DIG (811)
WWW.WASH I NGTON811.COM
127.04'
CHU - OHL
OA S E P A R A TE WATER PERM I T WILL B E R E Q U I RED AS A CONDITION OF APPROVAL, THE SERVICE LINE FOR LOT 3 SHALL BE
FOR INSTALLATION OF WATER SERVICE, DROP IN 10 INSTALLED ATA90°ANGLE TO THE MAIN. THE METER BOX SHALL BE
METER AND REMOVAL OF EXISTING. LOCATED BEHIND THE SIDEWALK AND IN A PUBLIC RIGHT OF WAY.
07 INSTALL 5" STORZ ADAPTER ON EXISTING
HYDRANT.
O8 EX. WATER SERVICE TO PARCEL 3343902561.
O9 THE FRONT SETBACK IS 20 FEET PER R-8 ZONING.
HOWEVER, THIS 20 FOOT FRONT SETBACK NEEDS TO
BE ADJUSTED TO ACCOMMODATE THE PROPOSED 15'
WIDE DRAINAGE EASEMENT AND AN ADDITIONAL 2'
SETBACK FROM EASEMENT TO BSBL PER SECTION
4.2.2 ITEM 7 EXCEPTION, RESULTING IN A 27'
FRONT SETBACK.
CITY OF RENTON REDLINES 3.18.21
HJ
4/16/2021
GH
SURVEYED:
L. WALKER
SCALE:
"
VERTICAL: NAVD 1988
83/1
HORIZONTAL: NAD 1983991
DESIGNED:
J. BROWN
CITY OF RENTON REDLINES 5.24.21
HJ
5/27/2021
GH
1 = 20'
CITY OF RENTON REDLINES 7.21.21
HJ
7/27/2021
GH
UL
"'IMB RENTON
DRAWN:
H. JASTRZEMBSKI
ONE INCH
DATUM
•
CHECKED: J. BROWN
IF NOT AT FULL SCALE
ONE INCH
Planning/Building/Public�T~
Works Dept.
N 0.
REVISION
BY
DATE
A P P R
SCALE ACCORDINGLY
APPROVED:
G. HULSMANN
W-417203
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING n. WATER UTILITY fAll
NJanders 12/20/2021 I FitzJames 12/21 /2021
MEI LIN VIEW
1833 NE 12TH ST
RENTON, WA 98056
WATER PLAN
DATE:
11 /24/2021
PAGE:
SHEET: 14 OF: 19
H
H
T
U
N
Q
J
H
H
N